JPH0216237A - Gate-shaped bearing wall - Google Patents
Gate-shaped bearing wallInfo
- Publication number
- JPH0216237A JPH0216237A JP16753888A JP16753888A JPH0216237A JP H0216237 A JPH0216237 A JP H0216237A JP 16753888 A JP16753888 A JP 16753888A JP 16753888 A JP16753888 A JP 16753888A JP H0216237 A JPH0216237 A JP H0216237A
- Authority
- JP
- Japan
- Prior art keywords
- members
- column base
- beam member
- exposed
- plywood
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 239000011120 plywood Substances 0.000 claims abstract description 43
- 239000000463 material Substances 0.000 claims description 12
- 239000000853 adhesive Substances 0.000 description 4
- 230000001070 adhesive effect Effects 0.000 description 4
- 210000001503 joint Anatomy 0.000 description 3
- 239000002131 composite material Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- HNPDNOZNULJJDL-UHFFFAOYSA-N ethyl n-ethenylcarbamate Chemical compound CCOC(=O)NC=C HNPDNOZNULJJDL-UHFFFAOYSA-N 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
Description
【発明の詳細な説明】
〈産業上の利用分野〉
本発明は門型状の耐力壁に係り、更に詳しくは広間空間
の大きい建物に使用されるに好適な耐力壁に関する。DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to a gate-shaped load-bearing wall, and more particularly to a load-bearing wall suitable for use in a building with a large space.
〈発明か解決しようとする課題〉
従来大スパンの建物空間を構成する場合に、建物躯体と
して予め立設された耐力壁に対して別個の梁部材を架設
し、両者をボルト、釘等を介して接合させていた。この
為スパンが大きくなるに従い、当然梁部材の背も大きく
なり、かつ又接合部での接合強度を高めなければならず
、現場での接合施工を大がかりでしかも複雑化させてい
た。<Problem to be solved by the invention> Conventionally, when constructing a building space with a large span, a separate beam member is erected against a load-bearing wall that has been erected in advance as the building frame, and both are connected using bolts, nails, etc. It was joined together. For this reason, as the span increases, the height of the beam members naturally increases, and the strength of the joints must be increased, making on-site joint construction large-scale and complicated.
〈課題を解決するための手段〉
本発明は上記の課題に鑑み成されたもので、袖部とその
上部と片持梁部により略「を成す柱脚部材を、該片持梁
部を対向させた状態にして、両片持梁部間に梁部材を架
設して成る門型状耐力壁において、前記柱脚部材は略「
状の内合板両面に夫々略「状の枠組材を定着し、前記片
持梁部において、前記枠組材の先端側一部を露出させた
状ｙムで略「状の外合板を貼設するとともに、前記梁部
材は矩形状の向合板両面に夫々同外形状の枠組材を定着
し、該梁部材の両端において前記枠組部材の一部を露出
させた状態で外合板を貼設したものであって、前記片持
梁部の露出した枠組材と前記梁部材の露出した枠組材と
にガセット合板を貼り渡すことにより前記柱脚部材と梁
部材とを門型状に成したものである。<Means for Solving the Problems> The present invention has been made in view of the above-mentioned problems, and includes a column base member that is formed by a sleeve portion, an upper part thereof, and a cantilever portion, and the cantilever portions are opposed to each other. In a gate-shaped load-bearing wall constructed by constructing a beam member between both cantilever beam parts, the column base member is approximately "
A roughly "-shaped framework material is fixed on both sides of the inner plywood board, and an approximately "-shaped outer plywood board is attached at the cantilever section in a shape such that a part of the tip side of the framework material is exposed. In addition, the beam member has a framework material having the same outer shape fixed to both sides of rectangular facing plywood, and outer plywood is pasted at both ends of the beam member with a part of the framework member exposed. The column base member and the beam member are formed into a gate shape by pasting gusset plywood to the exposed frame material of the cantilever portion and the exposed frame member of the beam member.
く作用〉
柱脚部材及び梁部材は夫々内合板、枠組材、外合板を一
体的に組立てた、所謂合成柱１合成梁の構造を有する。Function> The column base member and the beam member each have a so-called composite column 1 composite beam structure in which inner plywood, frame material, and outer plywood are integrally assembled.
又柱脚部材は袖部と片持梁部を複合化したものである。The column base member is a combination of a sleeve part and a cantilever part.
しかもこれ等柱脚部材と梁部材との接合は、片持梁部と
梁部材との各枠組材に亘ってガセット合板を貼り付けた
もので、両部材の接合強度は単なる突合せ接合に比し、
大きな耐力を有する。よって水平力及び鉛直力を柱脚部
材及び梁部材が一体となって負担することになり、梁背
を大きくすることなく大スパン構造を得ることかできる
。Moreover, these joints between column base members and beam members are made by pasting gusset plywood across the framework materials of the cantilever beam and beam members, and the strength of the joint between the two members is greater than that of a simple butt joint. ,
It has a large yield strength. Therefore, the column base member and the beam member bear the horizontal force and the vertical force together, and a large span structure can be obtained without increasing the back of the beam.
〈実施例〉 本発明の門型状耐力壁を図面に基づき以下に説明する。<Example> The portal-shaped load-bearing wall of the present invention will be explained below based on the drawings.
第１図は門型状耐力壁Ｗの正面図であり、第２図は同平
面図である。この門型状耐力壁Ｗは一対の柱脚部材１．
１間に梁部材２を架設したものである。すなわち柱脚部
材ｌの片持梁部を対向させた状態にして、この片持梁部
と梁部材２の両端部を接合させるものである。第３図は
、柱脚部材ｌの構造を示す分解斜視図である。この柱脚
部材１は内合板１１を中心にしてその両側に各部材が取
付けられる。すなわち略「状を成す内合板１１の両面１
１ａ、ｌｌｂに夫々略「を成す枠組材１２．１３を定着
する。枠組材１２，１：ｌは木質棒状材、例えば垂木、
半割材等を垂直材及び水平材として組立てたものである
。又これ等枠組材１２．１３の外面側に外合板１４、Ｉ
ｓを貼設する。この外合板１４．１５はその水平部１４
ａ、１５ａの長さが内合板１１の同長さよりも短く形成
される。これによって前記各部材は第４図の側面図及び
第５図の平面図に示す如く、一体重板状材に構成される
。すなわち袖部ＩＡと片持梁部ＩＢから成る略「状の板
状材となる。この片持梁部ＩＢにおいては、上述した如
く外合板１４．１５の水平部１４ａ、１５ａの各長さが
内合板１１の同長さより短く形成されている為、その先
端側では第５図に示す如く枠組材１２．１３の一部が露
出し１両面において夫々梁付面１６．１７が形成される
。FIG. 1 is a front view of the gate-shaped load-bearing wall W, and FIG. 2 is a plan view thereof. This gate-shaped load-bearing wall W has a pair of pillar base members 1.
A beam member 2 is installed between 1 and 1. That is, the cantilever portions of the column base member 1 are placed in a state of facing each other, and the cantilever portions and both ends of the beam member 2 are joined. FIG. 3 is an exploded perspective view showing the structure of the column base member l. This column base member 1 has an inner plywood 11 at its center, and each member is attached to both sides thereof. In other words, both sides 1 of the inner plywood 11 forming the shape
Frame members 12 and 13 each having an abbreviation of "1" are fixed to 1a and llb.Frame members 12 and 1:1 are wooden rod-shaped materials, such as rafters,
It is made by assembling half-split pieces of wood into vertical and horizontal pieces. In addition, outer plywood 14, I
Attach s. This outer plywood 14.15 has its horizontal part 14
The lengths of a and 15a are formed shorter than the same length of the inner plywood 11. As a result, each of the above-mentioned members is constructed into a single plate-like member, as shown in the side view of FIG. 4 and the plan view of FIG. 5. In other words, it is a roughly "shaped plate material consisting of the sleeve part IA and the cantilever part IB. In this cantilever part IB, as mentioned above, the lengths of the horizontal parts 14a and 15a of the outer plywood 14 and 15 are Since the length of the inner plywood 11 is shorter than that of the inner plywood 11, a part of the frame members 12 and 13 are exposed on the tip side, as shown in FIG. 5, and beamed surfaces 16 and 17 are formed on each side.
第６図は梁部材２の構成を示す分解斜視図である。この
梁部材２は矩形状を成す内合板２１の両面２１ａ、２１
ｂに、略同外形状を成す枠組材２２．２３を夫々定着し
、更にこの枠組材２２．２３の外面側に外合板２４．２
５を貼設する。外合板２４．２５は第７図の正面図で示
すように、内合板２１．２１よりも長さを短く形成する
。よって、第８図の平面図の如く梁部材２の両端には枠
組材２２ 、２３が露出し、梁部材３の両端には夫々貼
付は面２６．２７，２８．２９が形成される。上記柱脚
部材ｌ及び梁部材２において、その厚さは等しく、かつ
又片持梁部１Ｂの高さと梁部栃２の梁背は略等しく形成
する。更に各部材の定着、貼設は、釘、ジベル、接着剤
等を用いて行う。釘としてはスクリュー釘が、又接着剤
としては水性ビニルウレタン系の接着剤を用いる。FIG. 6 is an exploded perspective view showing the structure of the beam member 2. FIG. This beam member 2 consists of both sides 21a and 21 of an inner plywood 21 having a rectangular shape.
Frame members 22 and 23 having approximately the same external shape are fixed to b, respectively, and outer plywood 24 and 2 are attached to the outer surfaces of these frame members 22 and 23.
Paste 5. As shown in the front view of FIG. 7, the outer plywood boards 24 and 25 are formed to be shorter than the inner plywood boards 21 and 21. Therefore, as shown in the plan view of FIG. 8, the frame members 22 and 23 are exposed at both ends of the beam member 2, and attachment surfaces 26, 27 and 28, 29 are formed at both ends of the beam member 3, respectively. The column base member 1 and the beam member 2 have the same thickness, and the height of the cantilever beam portion 1B and the beam length of the beam portion 2 are approximately equal. Further, each member is fixed and pasted using nails, dowels, adhesives, etc. A screw nail is used as the nail, and a water-based vinyl urethane adhesive is used as the adhesive.
次に上記構成の柱脚部材°ｌ及び梁部材２を用いて門型
状の耐力壁Ｗを構成する場合について説明する。第１図
で示すように、先ず一対の柱脚部材１．１をその片持梁
部１Ｂ、ＩＢを対向させた状態で配置する。通常片持梁
部ＩＢ、ＩＢの間隔は、建物のスパンに対応した梁部材
２の長さに略等しい。この両片持梁部ＩＢ、ＩＢは第２
図のＸ部に示す如く、柱脚部材ｌの貼付は面１６と梁部
材２の貼付は面２６が同一平面状を成し、同様に貼付は
面１７．２７も同一平面を成す。この両貼付は面１６，
２６及び１７．２７の夫々にガセット合板３．３を貼り
渡す。Next, a case will be described in which a gate-shaped load-bearing wall W is constructed using the column base member °l and the beam member 2 having the above configuration. As shown in FIG. 1, first, a pair of column base members 1.1 are arranged with their cantilever portions 1B and IB facing each other. Normally, the distance between the cantilever sections IB, IB is approximately equal to the length of the beam member 2 corresponding to the span of the building. Both cantilever parts IB and IB are
As shown in the X part of the figure, the surface 16 of the column base member 1 and the surface 26 of the beam member 2 are on the same plane, and similarly, the surfaces 17 and 27 are on the same plane. This pasting is on surface 16,
Attach gusset plywood 3.3 to each of 26 and 17.27.
通常スクリュー針と接着剤の併用によって貼付けられる
。Usually attached using a combination of screw needle and adhesive.
同様にして他方の柱脚部材ｌと梁部材２の成す同一平面
状の貼付は面（１６２８、１７２９）に対しても、ガセ
ット合板３．３を貼り渡す。これによって柱脚部材１．
１と梁部材２は、一体重に接合した門型状を成し、又柱
脚部材１．１と梁部材２自体の剛性、更には両者の接合
部における剛性も高く、水平、鉛直力に十分対向てきる
ものとなる。Similarly, the gusset plywood 3.3 is attached to the surfaces (1628, 1729) of the other column base member 1 and the beam member 2 on the same plane. As a result, column base member 1.
The column base member 1.1 and the beam member 2 have a gate-like shape, and the rigidity of the column base member 1.1 and the beam member 2 itself, as well as the rigidity of the joint between the two, is high, and it is resistant to horizontal and vertical forces. It will be enough to confront you.
尚、柱脚部材ｌ及び梁部材２を予め構造しておき、現場
にてガセット合板３を貼り渡せばよく、しかも建物のス
パンに対応して梁部材２の長さを適宜選定しておく。The column base member 1 and the beam member 2 may be constructed in advance, and the gusset plywood 3 may be pasted on site, and the length of the beam member 2 may be appropriately selected in accordance with the span of the building.
〈発明の効果）
以上の門型状耐力壁においては、柱脚部材には、袖部と
片持梁部が一体的に形成され、又梁部材との接合におい
ても、両部材の貼付は面に対してガセット合板を貼り渡
すので、柱脚部材と梁部材は極めて合成の高い門型状を
成す。しかも梁部材自体の長さを変えることによって各
種スパンに対応させ得るので適用範囲の広い耐力壁とな
る。<Effects of the Invention> In the above-mentioned gate-shaped load-bearing wall, the sleeve portion and the cantilever portion are integrally formed in the column base member, and even when joining with the beam member, both members are attached on the same surface. Since the gusseted plywood is attached to the column base and beam members, the column base members and beam members form a gate-shaped structure with an extremely high degree of composition. Furthermore, by changing the length of the beam member itself, it can be made to correspond to various spans, resulting in a load-bearing wall with a wide range of applications.
しかも柱脚部材と梁部材とを別個合成して現場に搬入し
、現場においてガセット合板を貼り渡す丈でよく、施工
上からも優れたものとなる。Furthermore, the column base member and the beam member can be assembled separately and transported to the site, and the gusset plywood can be pasted thereon, making it superior from a construction standpoint.
第１図は、本考案の門型状耐力壁を示す正面図、
第２図は、同平面図、
第３図は、柱脚部材の構成を示す分解斜視図。
第４図は、柱脚部材の側面図、
第５図は、同平面図、
第６図は、梁部材の構成を示す分解斜視図、第７図は、
同正面図、
第８図は、同平面図である。
Ｗ・・・門型状耐力壁、 ｌ・・・柱脚部材。
ＩＡ・・・袖部、 ＩＢ−・・片持梁部、 １１・
・・内合板。
１２．１：ｌ・・・枠組材、 １４．Ｉｓ・・・外
合板。
１６．１７・・・貼付は面、 ２・・・梁部材。
２１・・・内合板、 ２２．２３・・・枠組材
。
２４．２５・・・外合板、 ２６，２７．２８．２９
・・・貼付は面。
３・・・ガセット合板。
特許出願人 ミサワホーム株式会社代理人
弁理士 船 橘國則
第
図
第
図FIG. 1 is a front view showing the gate-shaped load-bearing wall of the present invention, FIG. 2 is a plan view thereof, and FIG. 3 is an exploded perspective view showing the structure of a column base member. Fig. 4 is a side view of the column base member, Fig. 5 is a plan view thereof, Fig. 6 is an exploded perspective view showing the structure of the beam member, and Fig. 7 is:
8 is a front view of the same, and FIG. 8 is a plan view of the same. W...gate-shaped load-bearing wall, l...column base member. IA...Sleeve part, IB-...Cantilever part, 11.
・Inner plywood. 12.1:l...Framework material, 14. Is...Outer plywood. 16.17...Pasting is on the surface, 2...Beam member. 21...Inner plywood, 22.23...Framework material. 24.25...Outer plywood, 26,27.28.29
...Pasting is on the surface. 3...Gusset plywood. Patent applicant Misawa Homes Co., Ltd. Agent
Patent Attorney Ship Tachibana Kuninori Diagram Diagram
Claims (1)
を、該片持梁部を対向させた状態にして両片持梁部間に
梁部材を架設して成る門型状耐力壁において、 前記柱脚部材は、略■状の内合板両面に夫々略■状の枠
組材を定着し、前記片持梁部において前記枠組材の先端
側一部を露出させた状態で、略■状の外合板を貼設する
ととともに、 前記梁部材は矩形状の内合板両面に夫々同外形状の枠組
材を定着し、該梁部材の両端において、前記枠組部材の
一部を露出させた状態で外合板を貼設したものであって
、 前記片持梁部の露出した枠組材と、前記梁部材の露出し
た枠組材とにガセット合板を貼り渡すことにより前記柱
脚部材と梁部材とを門型状に成したことを特徴とする耐
力壁。[Scope of Claims] A column base member is formed into a substantially square shape by a sleeve portion and a cantilever portion on the upper part, and a beam member is erected between both cantilever portions with the cantilever portions facing each other. In the gate-shaped load-bearing wall, the column base member has approximately ■-shaped framework members fixed to both sides of the approximately ■-shaped inner plywood, and a part of the tip side of the framework members is fixed at the cantilever portion. In an exposed state, an approximately ■-shaped outer plywood board is attached, and framework members having the same outer shape are fixed to both sides of the rectangular inner plywood board, respectively, and the frame members are attached at both ends of the beam member. The outer plywood is pasted with a part of the cantilever section exposed, and the gusset plywood is pasted to the exposed framework material of the cantilever section and the exposed framework material of the beam member. A load-bearing wall characterized by having column base members and beam members formed into a gate shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16753888A JPH07100952B2 (en) | 1988-07-05 | 1988-07-05 | Gate-shaped bearing wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16753888A JPH07100952B2 (en) | 1988-07-05 | 1988-07-05 | Gate-shaped bearing wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0216237A true JPH0216237A (en) | 1990-01-19 |
| JPH07100952B2 JPH07100952B2 (en) | 1995-11-01 |
Family
ID=15851555
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP16753888A Expired - Fee Related JPH07100952B2 (en) | 1988-07-05 | 1988-07-05 | Gate-shaped bearing wall |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH07100952B2 (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04339942A (en) * | 1991-05-16 | 1992-11-26 | Misawa Homes Co Ltd | External wall panel and wall part constructing method employing same |
| JPH0512517U (en) * | 1991-06-10 | 1993-02-19 | ミサワホーム株式会社 | Gate type panel made of laminated wood |
| JPH0578740U (en) * | 1992-03-25 | 1993-10-26 | ミサワホーム株式会社 | Gate type panel made of laminated wood |
| JPH0681408A (en) * | 1992-08-31 | 1994-03-22 | Misawa Homes Co Ltd | Gate type panel unit |
| JPH06229040A (en) * | 1993-02-05 | 1994-08-16 | Noda Corp | Interior panel and wall substrate construction method using the panel |
| JPH07109811A (en) * | 1993-10-13 | 1995-04-25 | Noda Corp | Interior panel and wall backing construction method by using interior panel |
| JPH07109809A (en) * | 1993-10-13 | 1995-04-25 | Noda Corp | Interior panel and wall backing construction method by using interior panel |
| JP2012067503A (en) * | 2010-09-24 | 2012-04-05 | Sekisui Chem Co Ltd | Decorative structure of wall part and construction method therefor |
-
1988
- 1988-07-05 JP JP16753888A patent/JPH07100952B2/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04339942A (en) * | 1991-05-16 | 1992-11-26 | Misawa Homes Co Ltd | External wall panel and wall part constructing method employing same |
| JPH0512517U (en) * | 1991-06-10 | 1993-02-19 | ミサワホーム株式会社 | Gate type panel made of laminated wood |
| JPH0578740U (en) * | 1992-03-25 | 1993-10-26 | ミサワホーム株式会社 | Gate type panel made of laminated wood |
| JPH0681408A (en) * | 1992-08-31 | 1994-03-22 | Misawa Homes Co Ltd | Gate type panel unit |
| JPH06229040A (en) * | 1993-02-05 | 1994-08-16 | Noda Corp | Interior panel and wall substrate construction method using the panel |
| JPH07109811A (en) * | 1993-10-13 | 1995-04-25 | Noda Corp | Interior panel and wall backing construction method by using interior panel |
| JPH07109809A (en) * | 1993-10-13 | 1995-04-25 | Noda Corp | Interior panel and wall backing construction method by using interior panel |
| JP2012067503A (en) * | 2010-09-24 | 2012-04-05 | Sekisui Chem Co Ltd | Decorative structure of wall part and construction method therefor |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH07100952B2 (en) | 1995-11-01 |
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